摘要
以某条高速公路孔隙水压力、沉降及侧向位移监测资料为基础,通过拐点法对路基稳定性进行论证。
This paper introduces the local apparent-fixed value indices and inflection method adopted for stability control of road foundation during construction period. Based on the inspection data of the pore water pressure, settlement and lateral displacement of an expressway, it carries out a demonstration on road foundation stability by inflection method.
出处
《水运工程》
北大核心
2003年第8期85-87,共3页
Port & Waterway Engineering
关键词
拐点法
稳定性
控制
inflection method
stability
control
